IDEAS home Printed from https://ideas.repec.org/a/spr/waterr/v38y2024i4d10.1007_s11269-023-03724-5.html
   My bibliography  Save this article

Research on Hydrodynamic and Water Quality Optimization Scheduling Based on Optimization Technology for Complex of River Network Structures

Author

Listed:
  • Guangxue Luan

    (Xiʼan University of Technology)

  • Jingming Hou

    (Xiʼan University of Technology)

  • Tian Wang

    (Xiʼan University of Technology)

  • Jiahao Lv

    (Xiʼan University of Technology)

  • Yuzhe Li

    (Xiʼan University of Technology)

  • Xujun Gao

    (Xiʼan University of Technology
    Power China Xibei Engineering Corporation Limited)

  • Xueliang Sun

    (China Academy of Urban Planning & Design)

  • Yuan Liu

    (Power China Xibei Engineering Corporation Limited)

Abstract

Many problems occur in plain river networks, such as low river flow and severe water environment pollution. Water diversion is important for water environment improvement in plain river network areas. Adopting Sanshanwei in Foshan city as an example, a river network hydrodynamic and water quality coupling model was constructed based on structural optimization technology for complex gate-controlled tidal river networks. Fifteen-day continuous hydrodynamic water quality monitoring data were used for model validation. Two model performance evaluation indices, NSE and RMSE, were employed for model reliability evaluation. Considering terrain, tidal pattern and landscape water level, five optimal scheduling conditions (C1-C5) were designed. The hydrodynamic water quality improvement effect was simulated under different working conditions, and the comprehensive influence mechanisms of tide level, drainage flow and spatial distribution, water quality and river water level were examined. Water pollution was evaluated by a single-factor pollution index. The results indicated a reasonable and reliable model. The river network structure optimization method is universal. Under C1 to C5, the average pollutant reduction rates in the monitoring section were 28.69%, 34.05%, 0.77%, -44.49% and -144.69%. The river network water environment was improved under C1, C2 and C3, from Moderate pollution to Light, Mminor and Light pollution respectively. A river section with high water quality requirements should be used as the upstream section of the water replenishment path. Comprehensively considering the effects of river flow distribution, flow path, branch river diversion and outer river pollutant concentration on river water quality, and combining the dynamic water environment capacity of the tidal river network and spatial and temporal distributions of pollution source discharge, the water environment improvement effect was high significant. These results provide important technical support for water environment management in gate-controlled plain river network areas eliminate black and odorous urban water bodies.

Suggested Citation

  • Guangxue Luan & Jingming Hou & Tian Wang & Jiahao Lv & Yuzhe Li & Xujun Gao & Xueliang Sun & Yuan Liu, 2024. "Research on Hydrodynamic and Water Quality Optimization Scheduling Based on Optimization Technology for Complex of River Network Structures," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 38(4), pages 1339-1358, March.
  • Handle: RePEc:spr:waterr:v:38:y:2024:i:4:d:10.1007_s11269-023-03724-5
    DOI: 10.1007/s11269-023-03724-5
    as

    Download full text from publisher

    File URL: http://link.springer.com/10.1007/s11269-023-03724-5
    File Function: Abstract
    Download Restriction: Access to the full text of the articles in this series is restricted.

    File URL: https://libkey.io/10.1007/s11269-023-03724-5?utm_source=ideas
    LibKey link: if access is restricted and if your library uses this service, LibKey will redirect you to where you can use your library subscription to access this item
    ---><---

    As the access to this document is restricted, you may want to search for a different version of it.

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:spr:waterr:v:38:y:2024:i:4:d:10.1007_s11269-023-03724-5. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    We have no bibliographic references for this item. You can help adding them by using this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: Sonal Shukla or Springer Nature Abstracting and Indexing (email available below). General contact details of provider: http://www.springer.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.